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HomeMy WebLinkAbout038-1188-60-000 Parcel #: 038 - 1188 -60 -000 04/03/2008 08:42 AM PAGE 1 OF 1 Alt. Parcel #: 13.31.18.959 038 - TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - CONLIN, DAN J & SANDEE A DAN J & SANDEE A CONLIN 1318 214TH AVE NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 1318 214TH AVE SC 3962 NEW RICHMOND SP 1700 WITC 1.4 Legal Description: Acres: 00 Plat: 07- 046 - NORTHGATE 1999 9 p SEC 13 T31N R18W N1/2 SW1 /4 LOT 10 Block/Condo Bldg: LOT 10 NORTHGATE Tract(s): (Sec- Twn -Rng 401/4 1601/4) 13-31N-18W Notes: Parcel History: Date Doc # Vol /Page Type 06/14/2006 827386 WD 03/11/2004 756368 2524/587 QC 07/19/2001 651632 1683/563 WD 05/04/2000 622449 1508/183 WD 2008 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/27/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.400 27,800 186,800 214,600 NO Totals for 2008: General Property 1.400 27,800 186,800 214,600 Woodland 0.000 0 0 Totals for 2007: General Property 1.400 27,800 186,800 214,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 12/04/1998 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 395247 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Wittstock, Allen Star Prairie Township 038 - 1188 -60 -000 CST BM Elev: Insp. BM Elew BM Description: /o roo % wlo- -firr�0 ad TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic /ZGb Benchmark &q ( 9/ /4O Dosing Alt. BM �ps 06 Aeration Bldg. Sewer q. � 4G•4b Holding St/HtInlet SUHtOutlet & w TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic -4 &O / � 3� Z y , / Dt Bottom Dosing '' 44 Header /Man. ' 9 3 Aeration Dist. Pipe Holdin Bot. System % / fr. fo qi-bl &--� 1403 qel ee „ PUMP /SIPHON INFORMATION Final Grade VJ I �� Manufacturer Demand St Cover GPM Model Number 11 -41 to !,_ ��� /y� 7 I t A 1 TDH Lift ion Loss System Head TDH Ft ILK 1 � Forcemain Len th Dia. o well SOIL ABSORPTION SYSTEM BED/TRENCH Width t Length I N.. Of Trenches PIT DIMENSIONS No. Of Ins' h DIMENSIONS '?j (.�?'� SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR 1,4 h f'f"K Type Of System: 14 3 0 ) // $� a , UNIT Model Numbe C� �wfTtw DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole S a lVent to Air Intake / I Pipe(s) Length & Dia Length Dia 3 Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / �/ Inspection #2: Location: 1318 214th Avenue Star Prairie, Wl 54026 (NW 1/4 SW 1/4 13 T31 RI 8W) Northgate Lot Parcel No: 13.31.18.959 1.) Alt BM Description = 2.) Bldg sewer length = `+ P' - amount of cover = 8 I Avtm j rvl l houo . jy o r S � / _ (►� /� Plan revision Required? ❑ Yes ❑ No /D !' J Q .., Use other side for additional information. Date Insepctor's Signature ert. No. SBD - 6710 (R.3/97) )< % Safety and Buildings Division County I 201 W. Washington Ave., P.O. Box 7162 C •' �sconsin Madison, WI 53707 - 7162 Site Address De artment of Commerce if - /3/g Z/q Av e. , Sanitary Permit Number Sanitary Permit Appli 12 , , 3952 L[_� In accord with Comm 83.21, Wis. Adm. Code, perso on you provide .r "�.� ❑ Check if Revision may be used for secondary ses Privac w 5. 1 I. Application Information - Please Print All Informs tti` FCE State Plan I.D. Number Property O is N e AUG U G 2 0 �00� W Parcel Number } _ ST property Owner's Mailing Address Property Location V4.51a) 54; S y& T N. R City, state Zip Code ct, Lot Number Block N r 9 Subdivision Name G&M- Number II. Type of Building (check all that apply) ✓ ,Cis p., S_�N OCity J O 1 or 2 Family Dwelling - Number of Bedrooms WAlu- 0641 ❑Village ❑ Public/Commercial - Describe Use RITownship i ❑ State Owned u t _ Nearest Road 2 )< 93 • n eu t,QA cxs M. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) A For County use O $, � ;p 0 1 New 2 ❑Replacement System 3 ❑Replacement of 6 ❑ Addition m it Number Date Issued / , S stem Tank Onl Existing S stem B. ❑ Check if Sanitary Permit Previously Issued Perm IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) •k �a — SOD 44 0 Non - Pressurized In- Ground 21❑ Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Tregment Unit 49 Rec' 30 ❑ Other U reatm V. D' ersaent Area Information: - - Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals. /Days/Sq.Ft.) (Min./Inch) Elevation � VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Dosing Chamber VII. Responsibility Statement- I, the undersigned, a responsibility for installation of the POWTS shown on the attached plans. Plumber' ame Plumber' Si t MP/MPRS Number Business Phone Number l 3 Plumber's Address (Street, City, Sta , Zip e) �p III — V. County /De artment Use Onl Sanitary Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse Determination [� IX. Conditions of Approval/Reasons for Disapproval r, 4t n Q IS U i Attach complete plans ( the County 7) for We "em on ps 1 a J)Ctb4kAjAAjQ 4A Sib- 39_8_ (R. 05 /O1) 1 l K et �C riPs��p � I e n i .A _____ __ i" x .Gat /C �L /05� Wisconsin Department of Commerce SOIL EVALUATION REPORT Page _ of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm, Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Lzel Please print all information. R iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 2r .24 30 Property O ner l Property Location I. Govt. lot 1/4 1/4 S T N R Ig E (or&,' Property Owner's Mailing Address Lot # I Block # SubdZNa or CSM# c ity Sta a Zip Code Phone Number ❑ City ❑ Village 12 Town Nearest Road�� New Construction User Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: 0 Boring # ❑ Boring ® Pit Ground surface elev. ft. Depth to limiting factor >19D in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor ?/ q� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 7 T Id S `fg o 8 * ffluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Efflue #2 = BOD < 30 mg /L and TSS < 30 mg /L CST N Please m Sign CST Number Address Date Evaluation Conducted Telephone Number S SBD -8330 (R07 /00) Property Owner / ' �' Parcel ID # Page of Boring # ❑ Boring 1Z Pit Ground surface elev. ft. Depth to limiting factor �, j in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cqnt. Color Gr. Sz. Sh. *Eff#1 *Eff#2 V � J t F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F] Boring # ❑ Pit Boring ❑ Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07100) ' 4 9 _ �rse1` IN X" Lq omb I ty - I .f /� �_ _., ': � a_ _ ,_ _ __ ; - - -- r __ _ _ _ _ _ __ _ _ _ : _:; - - __ _ __ F 6 - � _ _ �_ -. _.. f Private Onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In- Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on file at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number S2 Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) Soil Absorption Component Size (ft) Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation p p p Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Maximum Influent Particle Size (in) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule S eptic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the se and outlet filter shall be assessed at least once every 3 years by inspection. T outlet filte shall be cleaned as necessary to ensure P roper operatio The filter cartridge shou not be removed unless provisions are K505 to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 i ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer �� Mailing Address Property Address ZZ T ) 6.4 (Verification required from Planning Department for new construction) Ve 'D City /State Ar �rA1f1'C- t' - Parcel Identification Number ,llf�l LE GAL DESCRIPTION Property Location _ I /4, _ �/4, Sec. � , T _W, Town of Subdivision I;V& A fe��_ , Lot # Certified Survey Map # , Volume P age # Warranty Deed # 6 5_1 11 *42 , Volume 1 93 Page # 3 Spec house 0 yes kno Lot lines identifiable 1� yes D no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper, What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. SIGNA OF AP ANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the propertv described above, by virtue of a warranty deed recorded in Register of Deeds Office. '� / SIGNA OF LICANT DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed 1683PAGE 563 " STATE BAR OF WISCONSIN FORM 2 - 1999 65 1632 KATHLEEN H. WALSH Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between William Wilson, Jr. and Julie Wilson, RECEIVED FOR RECORD husband and wife 01 - 19 -2001 11:00 AM Grantor, and Al J. Wittstock, WARRANTY DEED EXEMPT M CERT COPY FEE: COPY FEE: TRANSFER FEE: 54.00 RECORDING FEE: 10.00 ran Gtee. PAGES; 1 Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (ifmore space is needed, please attach addendum): Recording Area Lot I the Plat of NorthGate, recorded in the Office of the Register of Name and Return Address eeds for St. Croix County, Wisconsin on May 20, 1999 in Volume 7 of Ig L W rnsmck Plats, at Page 46 as Document No. 603503. h8� 9,S:rN STK. N•w Rrc.�t"Mo�o S —Yot� 038 - 1188 -60 Parcel Identification Number (PIN) This is not homestead ro P pertY. Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. (N) ('s not) Dated this �_ day of 3k n . 2001 • William Wilson, Jr. lie Wilson AUTHENTICATION r ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. ) authenticated this day of County VI o ,. Personally came before me this � e abov e named day of ` William Wilson, Jr. and Julie Wil __ 2001 th son, husband and wife TITLE: MEMBER STATE BAR OF WISCON _ (If not, HERYL JAC son s i n the person(s) who executed the foregoing authorized by § 706.06, Wis. Stats.) �` the same. State of Wisc THIS INSTRUMENT WAS DRAFTED BY Attorney Kristina Ogland Hudson, WI54016 _t f Wisconsin My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) • Names of persons signing in any capacity must be typed or printed below their signature. mrwmaeon rraeaaiaum company, tuna ao Lac, w1 WARRANTY DEED STATE BAR OF WISCONSIN 800-655.2021 FORM No. 2.1999 1004.2 X 1003.3 ,2 1002.9 1004.2 X UNPLATTED _ L.ANDS__pWNED � x 10 a T.4 � hi E POND' EV. l0 X o 1 1 003.1 x x o ` ❑ Cl *� 100 1003. X 0 x 100 .6 �aa ps +, X 72 .1004.4 1004.3 1 004.6 — - — — — — — — 1003.5 of 1JO 1003.5 X :3 rt� I 1 n-- N ++ X 1005 7 f Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code � COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 038- 1055 -20 APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION R IENJ BY DATE K K Jam... iy PROPERTY OWNER: PROPERTY LOCATION GOVT. LOT NW 1/4 Sys 1/4 13 T 31 NCR 18 fc(or) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # I SUBD. NAME OR CSM # 1416 Third St. 10 na NorthGate CITY, STATE ZIP CODE PHONE NUMBER ❑CITY [ g]fOWN NEAREST ROAD Hudson ) 214th Ave. [ New Construction Use Pc J Residential / Number of bedrooms 4 [ ] Addition to existing building I J Replacement [ J Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate _ bed, gpd /ft gpd /ft Absorption area required 858 bed, ft 750 trench, ft Maximum design loading rate .7 bed, gpd /ft •8 trench, gpd /ft Recommended infiltration surface elevation(s) 95.00 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material outwash Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem RI S ❑ U ® S El ® S ❑ U ® S ❑ U OS ❑ U EIS ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft .................. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trtch ................. .................. '.._..l 1 0 -10 10 r 2/2 none 1 lcsbk mfr QW if .41 .5 2 10 -23 10 r 4 4 none sicl lcsbk mfr 9W if .2 .3 Ground 3 23 -84 7.5 r 4/4 none cos os m l na na .7 .8 elev. 98. ft. Depth to limiting factor +84 Remarks: Boring # 1 0 -8 10 r 2/2 none 1 lcsbk mfr gw if .4 .5 2 8 -19 10 r 4/4 none sicl lcsbk mfr - w if .2 .3 Ground 3 19 -84 7.5 r 4/4 none cos OSQ ml I na na .7 .8 elev. 9 8.0 ft. Depth to ` limiting factor +84 01 ' I 1 t CROP 8 Remarks: c k CST Name: -- Please Print Gary L. Steel Phone: 715 246 - 6200 Address: 1554 200th. Aye., New Richnagpd, WI 54017 Signature: Date: 10 -27 -98 CS " 298 G�1� [ PROPERTYOWNER Greenwood En is e-cOOIL DESCRIPTION REPORT Page L of 3' PARCEL I.D. # 018- 1055 -20 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 3 1 0 -11 10 r 2/2 none 1 lcsbk mfr 9w if .4 .5 2 11 -21 10 r 4 none sicl lcsbk mfr 9w if .2 .3 Ground cos 0S _ ml na na .7 .8 elev. 98.2 ft. Depth to limiting factor +84 Remarks: Boring # 1 0 -11 10yr 3/3 none 1 lcsbk mfr 9w if .4 .5 2 11 -18 10 4 4 .3 X . Ground 3 - elev. 98.5 ft. Depth to limiting factor +84 Remarks: Boring # 1 0 -9 10 r 2/2 none 1 lcsbk mfr cs if .4 .5 5 2 9 -20 10 r 4 4 none sicl lcsbk mfr w if .2 .3 Ground 3 20 -80 7.5 r 4/4 none cos osq ml na na .7 .8 elev. 9 ft. Depth to limiting factor +80 Remarks: Boring # ... Ground elev. j ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) STEEL'S SOIL SERVICE Gary L. Steel 1554 200th Ave. Greenwood Enterprises, Inc. New Richmond, WI 54017 MP SW -3254 Nw4sw4 S13 T31N -x18w (715) 246 -6200 town of Star Prarie lot #10- NorthGate This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1 =40' BM.= top of 1 pvc pipe @ el. 100 ^n Alt. BM.= top of 1 pvc pipe C el. 99.50, yo � 11 � I i 1 �x 90 g 63 q 4 � Gary L. Steel 10 -27 -98 V 'Partme ofIndustry, SOIL AND SITE EVALUATION REPORT Pagel of 3 man Relations Di on of.`3afety Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix not limited to vertical and horizontal reference point ¢ ti n ,% of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and dista a tt Vd. 038_ V �� APPLICANT INFORMATION - PLEASE P J,N''ALL FOMATIC�t�. R�VIEWED B DATE r PROPERTY OWNER: 6 � P AOPEFITY LOCATION Greenwood Enterprises, Inc. ` ; ' � LOT NW 1/4 SW 1/4,S 13T 31 N,R 18 *&r) W PROPERTY OWNER':S MAILING ADDRESS BLOCK # SUBD. NAME OR CSM # / 9s�i Sr 40,% - 0 na NorthGate ( ice' / 2 141 Cty. Rd. C0111 CITY, STATE ZIP CODE' (' CITY ❑VILLAGE)�OOWN NEAREST ROAD New Richmond, WI. 54017 246- 9671`\ Star Prarie 214th. Ave: k] New Construction Use [ Residential / Num dr_ 4 [ ]Addition to existing building j ] Replacement ( ] Public or commercial describe Code derived daily flow 600 g pd Recommended design loading rate • 7 bed, gpd /ft -8 trench, gpd/ft Absorption area required 858 bed, ft 750 trench, ft Maximum design loading rate • 7 bed, gpd /ft •8 trench, gpd /ft Recommended infiltration surface elevation(s) 94.30 ft (as referred to site plan benchmark) Additional design / site considerations na Parent material oi itwas h Flood plain elevation, if applicable na It S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U = Unsuitable fors stem �7 S El U f] S El U j7 S El ZI S ❑ U CR ❑ U ❑ S RI U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench l 0 -12 10yr2 /2 none 1 lc mfr gw if 1 .4 .5 1 2 12 -25 10yr4 /4 none sicl lcsbk mfr yw if .2 .3 Ground 3 25 -84 7.5yr4/4 none co s Osg ml na na .7 .8 elev. 9 7.7 ft. Depth to limiting factor Remarks: Boring # 1 0 -8 10yr2 /2 none 1 lcsbk mfr 9w if .4 ':.5 2 2 8 -19 10yr4 /4 none sicl lcsbk mfr gw if .2 1.3 3 19 -84 7.5yr4/4 none co s Osg ml na na .7 .8 Ground elev. 9 8.3 ft. Depth to limiting fac Remarks: CST Name: -- Please Print Gary L. Steel Phone: 715- 246 -6200 Address: 1554 200th. New Richmond W)954017 Signature: Date: 4 - CST Number: m02298 PROPERTYOWNER Greenwood Enterpris DESCRIPTION REPORT Page PARCEL I.D. # 038- 1055 -20 s Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft in. Munsell ©u. Sz. Cont. Color Gr. Sz. Sh. Bed Trench l 0 -10 10 r3/3 none 1 lcsbk mfr c s if M . 2 10 -20 10yr4/4 none sicl lcsbk mfr yw if .2 .3 Ground 3 20 -84 7.5yr4/6 none co s Osg ml na na .7 .8 elev. 97.5 ft. Depth to limiting factor +84 1, Remarks: Boring # 1 0 -16 10yr3 /3 none 1 2msbk mfr gw if .5 .6 4 2 16 -33 10yr4 /4 none sicl lcsbk mfr gw if .2 .3 3 33 -84 7.5yr4/6 NONE c0 S Osg ml na na .7 .8 Ground elev. 9 6.7 ft. — Depth to limiting factor +84 1, Remarks: Boring # 1 0 -9 10yr2 /2 none 1 lcsbk mfr gw if .4 .5 »5 2 9 -20 10yr4 /4 none sicl lcsbk mfr 9 1f .2 .3 3 20 -80 7.5yr4/4 none co s Osg ml na na .7 .8 Ground elev. 97.7 ft. Depth to limiting factor Remarks: Boring # ri Ground elev. ft. Depth to limiting factor Remarks: SBD- 8330(8.05/92) 0 STEEL'S SOIL SERVICE Gary L. Steel Greenwood Enterprises, Inc. 1554 200th Ave. CSTM2298 SW4SW4 S13- T31N -R18W New Richmond, WI 54017 MPRSW -3254 town of Star Prarie (715) 246 -6200 lot #10- NorthGate This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. N 1 =40' BM.= top ofNE lot stake C el. 100.00 Alt. BM.= top of 1" pvc pipe @ el. 100.55' a O le a ,5 IL 0 -3 Zd 4•� 5 8' Gary L. Steel 4 -27 -99 Aggregate SAS • - Lot to SYSTEM ELEVATION AND SIZING CALCULATIONS Below Grade Aggregate Soil Absorption Systems Permit Number 7/18/99 Date X X. Gravity Distribution only 1 Pressure Distribution 3 ft Suitable Soil 1 6 in Aggregate Depth 2 4 in Nominal Pipe Diameter 600 g Estimated Daily Peak Flow 0.80 gpd /ft Wastewater Infiltration Rate 750.0 ft Minimum SAS Size 94.30 Ift Proposed SAS Elevation Soil Surface Acceptable Finished Grade EL 3 (ft) Boring Grade Limitation SAS Elevation (ft) System Minimum Maximum Number Elevation (ft) Depth (in) Lowest Highest Elevation? 96.80 98.63 1 97.70 84 93.70 96.20 Yes 2 98.30 84 94.30 96.80 Yes 3 97.50 84 93.50 96.00 Yes 4 96.70 84 92.70 95.20 Yes Fill required 5 97.70 80 94.03 96.20 Yes 1. Depth of suitable soil required below the infiltrative surface for treatment. 2. Depth of aggregate below distribution pipe. 3. Based on chosen system elevation, and aggregate depth. The addition of fill for cover or the reduction of finished grade may be required to meet minimum or maximum code standards. Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. SBD- 10553 -E (R.05/98)